HomeMy WebLinkAbout180118_Sartori ES_4th and Park and Overflow Revisions.pdfFIRE LANE - NO PARKING
T
T
46+0046+8529+74 30+00 31+00 32+00 33+00 34+00 34+96
26+0027+003636SDCB 37
SDCB 22
SEE DETAIL 5
SHEET C7.13
SDCB 23
SDCB 24
20 LF 12" DIP @ 0.50%
EXIST. 8" W
8' CONCRETE SIDEWALK
PER COR STD. PLAN 102
CONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103
NEW 12" CPEP S IE=31.22
ENCASING FOR FUTUREELECTRICAL CONDUIT.SDCB 54
SDCB 62
30 LF 12" @ 0.50%
SDCB 5523 LF 12" DIP@ 1.33%36 36 36SEE SHEET C3.3
FOR DRIVEWAY
DETAIL
R5.0'
STA:32+07.73,
27.0' RTR5.0'
STA:31+37.28, 27.0' RT
SDCB 1
IE: 30.75
37 LF 12" DIP
@ 0.51%
24 LF 12" CPEP
@ 0.50%
SDCB 75
SDCB 76
SDCB 77
IE: 30.60
3734 LF 12" CPEP @ 0.50%
SDCB 56
91 LF 12" DIP @ 0.50%87 LF 12" DIP @ 0.50%25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
29+50 30+00 30+50 35.6231+0035.6435.6731+5035.6835.6032+0035.5235.4332+5035.3935.4033+0035.4135.4133+5035.4435.4634+0035.4934+50 35+00
0.11%0.33%0.03%0.10%
GRADE BREAK STA = 30+57.18
ELEV = 35.597
GRADE BREAK STA = 31+45.60
ELEV = 35.696
GRADE BREAK STA = 32+38.52
ELEV = 35.389
GRADE BREAK STA = 33+26.59
ELEV = 35.414
GRADE BREAK STA = 34+11.58
ELEV = 35.503
EXISTING GRADE ELEVATION
@ CENTERLINE
FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
35.535.735.535.535.735.835.835.835.735.635.635.635.535.435.435.535.435.535.535.535.5EXIST. GRADE @ SAWCUT LINE
EXIST. GRADE @ CENTERLINE
FINISHED GRADE @ FLOWLINE
91 LF 12" DIP @ 0.50%
STA 33+29.58, 20.92' RT
IE: 33.24 12" (W)
RIM: 35.25
SDCB 55, CB TYPE 1
20 LF 12" DIP @ 0.50%
STA 26+38.78, 55.68' RT
IE: 30.43 12" (SE)
IE: 30.43 12" (NW)
RIM: 35.43
SDCB 24
CB TYPE 1
23 LF 12" DIP @ 1.33%
STA 26+27.08, 33.50' RT
IE: 30.63 12" (N)
RIM: 34.95
SDCB 54
CB TYPE 1
SDCB 37
STA 30+36.82, 10.45' RT
RIM: 35.73
IE: 30.33 12" (SE)
IE: 30.33 12" (S)
48" TYPE 2 CB
SOLID LID
TOP OF EX. 2" PWR=34.20
BOTTOM=34.03
TOP OF EX. 4" PWR=34.70
BOTTOM=34.37
TOP OF EX. 4" PWR=33.16
BOTTOM=32.83
TOP OF EX. 2" PWR=32.00
BOTTOM=31.83
TOP OF EX. 4" PWR=32.00
BOTTOM=31.67
TOP EX. 8" WTR=33.19
IE=32.49
TOP OF EX. 8" SEWER=29.54
IE=28.84
5
TOP OF EX. 2" PWR=34.32
BOTTOM=34.15
TOP OF EX. 4" PWR=34.59
BOTTOM=34.26
TOP OF EX. 8" WTR=32.73
IE=32.06
0.3'
STA 32+38.58, 20.81' RT
IE: 32.79 12" (E)
IE: 33.29 6" (N)
RIM: 35.39
SDCB 56, CB TYPE 1
(EXISTING)
(MATCH EXISTING PIPE CROWN)STA 34+26.89, 32.15' RT
IE: 32.34 12" (SW)
RIM: 35.38
SDCB 22
CB TYPE 1
STA 34+56.57, 34.83' RT
IE: 33.19 12" (S)
RIM: 35.36
SDCB 23
60" TYPE 2 CB
SDCB 39
STA 34+56.69, 18.24' LT
RIM: 37.23
IE: 31.22 12" (EXISTING N)
IE: 32.27 8" (S) MATCH EX.
PIPE IE
EXISTING TYPE 2 CB
TOP OF EX. 4" PWR=33.34
BOTTOM=33.01
0.1'
CITY OF
RENTON
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
NORTH 4TH STREET FRONTAGE
IMPROVEMENTS C6.1
N
NORTH 4TH STREET
PARK AVENUE NORTHGARDEN AVENUE NORTH3
C7.9
KEYNOTES
RELOCATED LIGHT POLE. SEE SIGNAL PLANS.
JUNCTION BOX TO BE DEMOLISHED AND
REPLACED AT A NEW LOCATION, SEE SIGNAL
PLANS.
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR
EXACT LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
PROVIDE 2'x2'x6" ETHOFOAM PAD AT CROSSING.
NEW 12" DIP N IE=31.54
CONTRACTOR TO FIELD LOCATE NEW LADDER
LOCATION AT SDCB 1169 WITH PUBLIC WORKS
INSPECTION PRIOR TO APPROVAL.
1
2
3
4
5
6
2
GRAPHIC SCALE
0 20
1" = 20 FEET
10
3
3
3
1.THE EXISTING NORTH 4TH STREET PAVEMENT
SECTION CONSISTS OF ASPHALT PAVEMENT OVER
CONCRETE PAVEMENT. THE EXISTING ASPHALT AND
CONCRETE PAVEMENT SECTION SHALL BE FIELD
VERIFIED AND MATCHED IN THICKNESS. TYPICAL
PATCH FOR RIGID PAVEMENT PATCHING AND
RESTORATION PER DETAIL 1, SHEET C7.11.
GENERAL NOTES: TED-40-3930R-393019
EXISTING "ONE WAY" SIGN
4
4
1
6
NEW 12" DIP N IE=31.54
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
IFitz-James 01/18/2018
FIRE LANE NO PARKINGF I RE LANE NO PARKING
DSDSDST29+7430+0031+0024+00 25+00 26+00 27+00 28+00
36
SDCB 37
SDCB 24
20 LF 12" DIP @ 0.50%
12' CONCRETE SIDEWALK
PER COR STD. PLAN 102
CONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103
4'x4' CONCRETE
ENCASING FOR FUTURE
UNDERGROUND
ELECTRICAL CONDUIT.
SDCB 57
SDCB 54
23 LF 12
"
D
I
P
@ 1.33
%
SEE SHEET C4.1 FOR
NEW WATER MAIN,
FIRE HYDRANT, AND
SERVICES, TYP.
STA:24+89.84, 21.0' RT
ANGLE POINT
SDCB 1
IE: 30.75
SDCB 77
IE: 30.60
37
34 LF 12" CPEP @ 0.50%
3
87 LF 12" DIP @ 0.50%
SDCB 71
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
23+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+0023+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+00
0.23%0.48%
0.57%
GRADE BREAK STA = 23+80.57
ELEV = 36.227
GRADE BREAK STA = 24+97.39
ELEV = 35.670
GRADE BREAK STA = 26+14.45
ELEV = 35.00136.936.336.336.236.036.035.935.835.635.535.335.2EXISTING GRADE ELEVATION
@ CENTERLINE FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
EXIST. STCB 2255
EXIST. 16" D.I. WATER MAIN
EXIST. GRADE @ SAWCUT LINE
EXIST. GRADE @ CENTERLINE
FINISHED GRADE @ FLOWLINE
NEW 6" WATER
NEW 6" WATER
NEW 1.5" WATER
NEW 4" WATER
NEW 8" WATER
NEW 6" WATER
VERTICAL SCALE: 1"=2'
4'x4' CONCRETE
ENCASING FOR FUTURE
UNDERGROUND
ELECTRICAL CONDUIT.
STA 24+14.69, 20.92' RT
IE: 31.89 12" (W)
RIM: 36.03
SDCB 57
CB TYPE 1
23 LF 12" DIP @ 1.33%
SDCB 37
STA 30+36.82, 10.45' RT
RIM: 35.73
IE: 30.33 12" (SE)
IE: 30.33 12" (S)
48" TYPE 2 CB
SOLID LID
TOP OF EX. 4" PWR=33.15
BOTTOM=32.82
TOP OF EX. 2" PWR=33.10
BOTTOM=32.93
TOP OF EX. 2" PWR=33.10
BOTTOM=32.93
EX. 22" SANITARY SEWER
SDCB 71
STA 27+35.26, 15.18' LT
RIM: 35.33
IE: 30.98 12" (W)
IE: 30.98 12" (E)
IE: 33.33 12" (S)
48" TYPE 2 CB
OVER BUILD
CATCH BASIN
6" CLEARANCE
PROVIDE
ETHAFOAM PAD
87 LF 12" DIP @ 0.50%
STA: 27+35.42, 20.87 LT
IE: 30.93 12" CPEP (E)
IE: 30.90 12" CPEP (N)
RIM: 35.08
STCB 6238, EX. TYPE 1 CB
SDCB 54
CB TYPE 1
STA 26+20.31, 29.41' RT
RIM: 34.94
IE: 30.63 12" (N)
SDCB 24
CB TYPE 1
STA 26+38.78, 55.68' RT
RIM: 35.43
IE: 30.43 12" (SE)
IE: 30.43 12" (NW)
SDCB 1169
STA 26+48.07, 18.94' LT
RIM: 35.77
IE: 33.77 12" (N) (NEW)
IE: 27.97 8" CONC. (W)
IE: 27.97 8" CONC. (E)
IE: 29.07 12" CPEP (S)
EX. TYPE 2 CB
REMOVE EX. LADDER &
PROVIDE NEW LADDER AS
DIRECTED BY THE CITY
TOP OF EX. PWR=32.02
BOTTOM=30.90
CITY OF
RENTON
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
PARK AVENUE NORTH FRONTAGE
IMPROVEMENTS C6.3NGRAPHIC SCALE
0 20 40
1" = 20 FEET
10MATCH LINE STA 23+50 - SEE SHEET C6.2PARK AVENUE NORTH
NORTH 4TH STREET1
C7.9
KEYNOTES
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
REPLACE TRAFFIC LOOPS IN ACCORDANCE WITH CITY
STANDARDS. COORDINATE LOOP REPLACEMENT
WITH TRANSPORTATION MAINTENANCE DIVISION.
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL
DETERMINE IF THE WATER LINE IS ABANDONED. IF
THE LINE IS ACTIVE A TYPE 1 CB SHALL BE USED. IF
ABANDONED THE LINE SHALL BE CUT AND CAPPED TO
ALLOW TYPE 2 CB INSTALLATION.
1
2
3
4
1
1TED-40-3930R-393021
22
2
2 STA:26+14.36, 30.3' RT
POINT OF TANGENCY
4
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
IFitz-James 01/18/2018
T
29+74 30+00
26+0027+0036N 181190.3350
E 1301987.7010
1879
FOUND 2" BRASS DISK
WITH PUNCH IN CASE
STA: 29+98.65 =
STA: 26+59.68
S89° 06' 10"E
521.91'N0° 54' 56"E749.92'FL: 35.28
FL: 35.31
MATCH EXIST.
FL: 35.15
FL: 35.09
MATCH EXIST.
FL: 35.76
MATCH EXIST.
FL: 35.21
FL: 35.27
FL: 35.33
FL: 35.45
FL: 35.75
MATCH EXIST.
TC: 35.93TC: 35.75
FL: 35.24
FL: 35.43
MATCH EXIST.
FL: 35.36
FL: 35.30
FL: 35.19
MATCH EXIST.
FL: 35.46
TC: 35.55
MATCH EXIST.
TC: 35.51
MATCH EXIST.
TC: 35.63
FL: 35.36
FL: 34.96
FL: 35.33
FL: 35.09
FL: 35.13
FG: 35.90
FL: 35.43
FL: 35.06
R25.0'
R25.0'R25.0'R25.0'R25.0'
R25.0'
STA:30+53.88, 47.00'RT
STA:30+57.22, 46.48'LT
TC: 35.59
MATCH EXIST.
TC: 35.16
TC: 35.69
MATCH EXIST.
STA:26+28.13, 31.88'LT
R10.0'
TC: 35.56
TC: 35.93
TC: 35.93
MATCH EXIST.
TC: 35.69
MATCH EXIST.
TC: 35.78
MATCH EXIST.
TC: 35.94
MATCH EXIST.
TYPICAL ALL FOUR ROADS,
THERMOPLASTIC/PAINTED CROSSWALK
SEE DETAIL 3 ON SHEET C7.11
PERPENDICULAR CURB RAMP,
SEE DETAIL 2 ON
SHEET C7.12 (TYP.)
FL: 35.42
FG: 35.88
FG: 35.85
FG: 35.82
FG: 35.52
FG: 35.49
TC: 35.59
FL: 35.00
FG: 35.53
FG: 35.59
FG: 35.55
FG: 35.499.90%8.20%
7.50%
7.98%
R17.0'
EG: 35.72
EG: 35.73
EG: 35.66
5.3%1.04%
FL: 35.58
TC: 36.08
0.5%0.9%
FL: 35.50
TC: 36.005.0%T
46+0046+8534+00 34+96S89° 06' 10"E
521.91'N1° 02' 58"E737.40' STA: 34+43.80 =
STA: 46+60.03
N 181183.3639
E 1302432.7952
508
FOUND 2" BRASS DISK
WITH PUNCH IN CASE
FG: 35.41
MATCH EXIST.
FG: 35.65
MATCH EXIST.
FG: 35.47
MATCH EXIST.
FG: 35.48
MATCH EXIST.
FL: 35.41
MATCH EXIST.FL: 35.46
FL: 35.43
FL: 35.39
FG: 35.56
FL: 35.47
MATCH EXIST.
FL: 35.38
FL: 35.39
FL: 35.44
FL: 35.52
MATCH EXIST.
FG: 35.81
FG: 35.79
FG: 35.61
FG: 35.58
PT
STA:45+92.93
16.12' RT
PC
STA:45+97.07
14.12' RT
PT
STA:46+08.41
11.45' RT
PC
STA:46+15.71
11.48' RT
PT
STA:34+74.36
24.49' RT
R20.0'
R25.0'
R25.0'
STA:46+15.64, 31.47'RT
STA:45+81.60, 6.17'LT
R25.0'
R25.0'
STA:45+85.03, 4.00'RT
STA:46+12.93, 38.00'LT
FG: 35.55
MATCH EXIST.
FG: 35.47
MATCH EXIST.
FG: 35.40
MATCH EXIST.
FG: 35.97
FG: 36.03
FG: 36.03 FG: 35.59
FG: 35.59
FG: 35.97
FG: 35.95
FG: 35.92
FG: 36.01
FG: 35.98
FG: 35.58
FG: 35.54
FL: 35.38
FL: 35.40
FL: 35.41
FL: 35.41
FL: 35.42
FL: 35.44
FL: 35.46
FL: 35.52
PC
STA:45+85.03
21.00' LT
PT
STA:45+96.36
18.28' LT
PC
STA:46+01.41
15.72' LT
PT
STA:34+05.67
22.00' RT
NEW 12" CPEP S IE=31.22
SDCB 23
SDCB 22
36
TC: 35.93
MATCH EXIST.
TC: 36.02
STA:46+08.32, 36.45'RT
FG: 35.36
FG: 35.38
FL: 35.40
FL: 35.36
TYPICAL ALL FOUR ROADS,
THERMOPLASTIC/PAINTED CROSSWALK
SEE DETAIL 3 ON SHEET C7.11
TC: 35.91
TC: 35.87
TC: 35.92
TC: 36.02
TC: 35.88
TC: 35.88
7.58%
7.4
3
%5.42%7.77%7.38%6.11%6.03%
PERPENDICULAR CURB
RAMP, SEE DETAIL 2,
SHEET C7.12 (TYP.)FG: 35.74
FG: 35.75
TC: 35.91
MATCH EXIST.TC: 35.94
MATCH EXIST.
TC: 35.95
MATCH EXIST.
FG: 35.94
CITY OF
RENTON
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
NORTH INTERSECTION
IMPROVEMENTS C6.7
N
NORTH 4TH STREETPARK AVENUE NORTHNORTH 4TH STREET
GARDEN AVENUE NORTH1 1"=10'
NORTH 4TH STREET AND PARK AVENUE NORTH
INTERSECTION IMPROVEMENTS
2 1"=10'
NORTH 4TH STREET AND GARDEN AVENUE NORTH
INTERSECTION IMPROVEMENTS
GRAPHIC SCALE
0 10
1" = 10 FEET
5
BEGIN IMPROVEMENTS
AT NEAREST JOINT.TED-40-3930R-393025
1.PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE
ADJUSTED TO FINISHED GRADES.
2.ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL
BE REPLACED.
3.SCHOOL AHEAD SIGN PER MUTCD FIGURE 7B-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL
PLANS FOR LOCATIONS.
GENERAL NOTES:
KEY NOTES
MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS.
COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON.
CROSSWALK ARROW PER MUTCD W16-7.
1
1
1
1
1
1
1
1 1
1
1
1
4
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
IFitz-James 01/18/2018